Items - Short term Maintenance work from Ch. 142.000 to 145.100 on NH-09 (Old NH-125) in the state of Uttarakhand
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Select, At Par, Excess (+), Less (-) | IOCL | Select | Excess (+) | Less (-) | Excess (+) | Less (-) | ||||||||||||||||||||||||||||||||||||||||||||||||
Tender Inviting Authority: Superintending Engineer, National Highway Circle, PWD, Haldwani | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of Work: Short term Maintenance work from Ch. 142.000 to 145.100 on NH-09 (Old NH-125) in the state of Uttarakhand | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Contract No: 2935/12M-NH/2025 dt 07.08.2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT Without Taxes in Rs. P | TOTAL AMOUNT With Taxes in Rs. P | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 53 | 54 | 55 |
1 | Road Maintenance | BI01010001010000000000000515BI0100001112 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
1.01 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means) | BI01010001010000000000000515BI0100001113 | 1.35 | Hec | 20985.00 | Excess(+) | 1 | Full Conversion | INR | 28329.75 | 28329.75 | INR Twenty Eight Thousand Three Hundred Twenty Nine & Paise Seventy Five Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
1.02 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | BI01010001010000000000000515BI0100001114 | 2610.00 | Rmt | 59.00 | Excess(+) | 1 | Full Conversion | INR | 153990.00 | 153990.00 | INR One Lakh Fifty Three Thousand Nine Hundred Ninety & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
1.03 | Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 16.00 | Nos | 1509.70 | Excess(+) | 1 | Full Conversion | INR | 24155.20 | 24155.20 | INR Twenty Four Thousand One Hundred Fifty Five & Paise Twenty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2 | Road Property Maintenance | BI01010001010000000000000515BI0100001116 | Excess(+) | 1 | Full Conversion | INR | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||||||
2.01 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) | BI01010001010000000000000515BI0100001117 | 257.00 | Each | 1339.00 | Excess(+) | 1 | Full Conversion | INR | 344123.00 | 344123.00 | INR Three Lakh Forty Four Thousand One Hundred Twenty Three & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.02 | Retro- reflectorised Traffic signs -Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick Aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending onthe size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 60 cm equilateral triangle | BI01010001010000000000000515BI0100001118 | 19.00 | Each | 4598.00 | Excess(+) | 1 | Full Conversion | INR | 87362.00 | 87362.00 | INR Eighty Seven Thousand Three Hundred Sixty Two & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.03 | Retro- reflectorised Traffic signs -Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick Aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 80 cm x 60 cm rectangular Sign Board | BI01010001010000000000000515BI0100001119 | 10.00 | Each | 5449.00 | Excess(+) | 1 | Full Conversion | INR | 54490.00 | 54490.00 | INR Fifty Four Thousand Four Hundred Ninety & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.04 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) | BI01010001010000000000000515BI0100001120 | 1011.62 | Sqm | 81.00 | Excess(+) | 1 | Full Conversion | INR | 81941.22 | 81941.22 | INR Eighty One Thousand Nine Hundred Forty One & Paise Twenty Two Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.05 | Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) | BI01010001010000000000000515BI0100001121 | 706.00 | Rmt | 3957.90 | Excess(+) | 1 | Full Conversion | INR | 2794277.40 | 2794277.40 | INR Twenty Seven Lakh Ninety Four Thousand Two Hundred Seventy Seven & Paise Forty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.06 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocksincluding all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | BI01010001010000000000000515BI0100001122 | 154.12 | Cum | 419.70 | Excess(+) | 1 | Full Conversion | INR | 64684.16 | 64684.16 | INR Sixty Four Thousand Six Hundred Eighty Four & Paise Sixteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.07 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( P.C.C grade M 10) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001123 | 17.17 | Cum | 7606.50 | Excess(+) | 1 | Full Conversion | INR | 130603.61 | 130603.61 | INR One Lakh Thirty Thousand Six Hundred Three & Paise Sixty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.08 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | BI01010001010000000000000515BI0100001124 | 230.17 | Cum | 5341.00 | Excess(+) | 1 | Full Conversion | INR | 1229337.97 | 1229337.97 | INR Twelve Lakh Twenty Nine Thousand Three Hundred Thirty Seven & Paise Ninety Seven Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.09 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | BI01010001010000000000000515BI0100001125 | 76.72 | Cum | 1063.30 | Excess(+) | 1 | Full Conversion | INR | 81576.38 | 81576.38 | INR Eighty One Thousand Five Hundred Seventy Six & Paise Thirty Eight Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.1 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) | BI01010001010000000000000515BI0100001126 | 174.95 | Cum | 8866.90 | Excess(+) | 1 | Full Conversion | INR | 1551264.16 | 1551264.16 | INR Fifteen Lakh Fifty One Thousand Two Hundred Sixty Four & Paise Sixteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.11 | Construction of K.C. type drain in M-20 grade cement concrete base slab 60 cm wide, vertical wall 40 cm wide and 15 cm thick cement concrete in proportion 1:3:6 as per Drawing including supply of all material, labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001127 | 365.00 | Mtr | 2516.67 | Excess(+) | 1 | Full Conversion | INR | 918584.55 | 918584.55 | INR Nine Lakh Eighteen Thousand Five Hundred Eighty Four & Paise Fifty Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.12 | Contruction of Hill side U drain in CCM-20 and covered by M.S. Frame as per detail drawing including supply of all material, labour, T &P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001128 | 160.00 | Mtr | 12182.07 | Excess(+) | 1 | Full Conversion | INR | 1949131.20 | 1949131.20 | INR Nineteen Lakh Forty Nine Thousand One Hundred Thirty One & Paise Twenty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
2.13 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means | BI01010001010000000000000515BI0100001129 | 2220.00 | Rmt | 81.90 | Excess(+) | 1 | Full Conversion | INR | 181818.00 | 181818.00 | INR One Lakh Eighty One Thousand Eight Hundred Eighteen & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3 | Pavement Patch Repairs | BI01010001010000000000000515BI0100001130 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
3.01 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) | BI01010001010000000000000515BI0100001131 | 20.93 | Cum | 2551.80 | Excess(+) | 1 | Full Conversion | INR | 53409.17 | 53409.17 | INR Fifty Three Thousand Four Hundred Nine & Paise Seventeen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.02 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | BI01010001010000000000000515BI0100001132 | 279.24 | Sqm | 38.50 | Excess(+) | 1 | Full Conversion | INR | 10750.74 | 10750.74 | INR Ten Thousand Seven Hundred Fifty & Paise Seventy Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.03 | Providing and applying tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm . | BI01010001010000000000000515BI0100001133 | 279.24 | Sqm | 24.70 | Excess(+) | 1 | Full Conversion | INR | 6897.23 | 6897.23 | INR Six Thousand Eight Hundred Ninety Seven & Paise Twenty Three Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.04 | Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects) | BI01010001010000000000000515BI0100001134 | 13.96 | Cum | 13131.30 | Excess(+) | 1 | Full Conversion | INR | 183312.95 | 183312.95 | INR One Lakh Eighty Three Thousand Three Hundred Twelve & Paise Ninety Five Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.05 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | BI01010001010000000000000515BI0100001135 | 5591.37 | Sqm | 24.70 | Excess(+) | 1 | Full Conversion | INR | 138106.84 | 138106.84 | INR One Lakh Thirty Eight Thousand One Hundred Six & Paise Eighty Four Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.06 | Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) | BI01010001010000000000000515BI0100001136 | 167.74 | Cum | 14226.90 | Excess(+) | 1 | Full Conversion | INR | 2386420.21 | 2386420.21 | INR Twenty Three Lakh Eighty Six Thousand Four Hundred Twenty & Paise Twenty One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.07 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) | BI01010001010000000000000515BI0100001137 | 373.62 | Sqm | 589.00 | Excess(+) | 1 | Full Conversion | INR | 220062.18 | 220062.18 | INR Two Lakh Twenty Thousand Sixty Two & Paise Eighteen Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.08 | Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. | BI01010001010000000000000515BI0100001138 | 230.00 | Nos | 386.80 | Excess(+) | 1 | Full Conversion | INR | 88964.00 | 88964.00 | INR Eighty Eight Thousand Nine Hundred Sixty Four & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3.09 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | BI01010001010000000000000515BI0100001139 | 2430.00 | Sqm | 51.00 | Excess(+) | 1 | Full Conversion | INR | 123930.00 | 123930.00 | INR One Lakh Twenty Three Thousand Nine Hundred Thirty & Paise Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
Total in Figures | 12887521.92 | 12887521.92 | INR One Crore Twenty Eight Lakh Eighty Seven Thousand Five Hundred Twenty One & Paise Ninety Two Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
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